Yes I have seen rebar, but that picture is not detailed enough to tell. Things are not always as they seem or first appear to be.
The fact is it is difficult to tell for certain from the photo, it's purely speculation - not fact.
Vertical shafts surrounding stairs, mechanical shafts (carrying supply and return air), elevator hoistways, and utility shafts were all contained within the building core, and were enclosed by gypsum planking similar to fire separations commonly used today in single-family attached housing. While similar to other gypsum shaft wall systems and firewalls, this system was unique and innovative in that it eliminated the need for any framing. The gypsum planks were solid 2 in. thick (2½ in. on floors with 16 ft ceiling heights) and 16 in. wide, with metal tongue or groove channels attached to the long sides that served as wall studs (see Fig. 10–3). Where planks were cut to a narrower width, the cut edge was covered with a 2 in. by 2 in. metal C channel fastened with drywall screws at the top and bottom. Each plank had a mesh layer at its mid thickness and were likely custom fabricated for this job as NIST found no mention of similar products in gypsum industry literature of the time or since. Planks were provided in 12 ft, 14 ft, and 16 ft lengths to run full height. The planks were placed into metal L channels at the bottom and into metal top channels of various shapes depending on the construction element with which it needed to interface

A large number of detail drawings were provided for attaching the planks to various ceiling
constructions (A*A* 209 through A*A*212, see Fig. 10–5). Finish layers were either one or two layers of ½ in. gypsum board (moisture resistant was specified in some locations). Two layers on one side were specified in locations where the other side was a shaft or other unoccupied space, and two layers on one side with a single layer on the other was specified where both sides were in occupied spaces. The required number of layers was indicated on construction drawings (e.g., A*A*20, A*A* 50) by the numbers 1 or 2 in triangles (see Fig. 10–6).


